Plans-005684A-Local_Group_131-signed.pdf
PDF 19 MB Posted
- Attached to
- FY25 Pavement Preservation Package No 2
- Solicitation number
- 24-0756-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
These are engineering and construction plans for the Pinellas County Public Works Department's FY2025 Package 2 Local Group 131 Roadway Resurfacing Project (PID 24-0756A-005684A). The project involves milling and resurfacing approximately 34.65 lane miles across multiple neighborhood streets in Pinellas County, including Bates Street, 54th Avenue N, Island Avenue, Grove Place, Pine Street, Grove Street, Hillside Street, Walker Avenue, Magnolia Avenue, Oakridge Avenue, Pinedale Avenue, Foley Street, Oakhurst Drive, Bayview Drive, and Bayshore Drive. The roadway plans detail specific pavement treatments, including 1.5-inch milling of existing asphalt and application of a 1.5-inch Type SP 12.5 Structural Course (Traffic C) overlay, with varying street widths ranging from 16 to 26 feet.
The project documents include detailed roadway plans, typical section details, core location maps, and specifications for pavement rehabilitation. The plans indicate precise engineering requirements such as maintaining existing curb and gutter types, managing drainage, and ensuring proper surface elevations. Pavement widths and cross slopes will be field-verified by the contractor with engineer approval, and core data suggests variations in existing pavement and base thicknesses. The project incorporates standard Pinellas County Public Works specifications for construction methods, utility coordination, traffic maintenance, and roadway markings, with a focus on preserving and improving the county's transportation infrastructure.
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Text version
PID 24-0756A-005684A
FY2025 PACKAGE 2
LOCAL GROUP 131
FINANCIAL PID 004192A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORI'A
93254
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
TYPICAL SECTION
** 2% (OR AS DETERMINED BY THE ENGINEER - 4% MAX)
16' WIDTH: BATES ST
18' WIDTH: 54TH AVE N
20' WIDTH: *ISLAND AVE, *GROVE PL, *PINE ST, *GROVE ST,
*HILLSIDE ST, *WALKER AVE, *MAGNOLIA AVE, *OAKRIDGE AVE,
*PINEDALE AVE, *FOLEY ST, *OAKHURST DR, *BAYVIEW DR
26' WIDTH: *BAYSHORE DR,
N.T.S.
1. PAVEMENT WIDTHS ARE ESTIMATED AND SHOULD BE FIELD VERIFIED
BY THE CONTRACTOR WITH THE ENGINEER PRIOR TO BEGINNING
CONSTRUCTION.
2. CROSS SLOPES SHOULD BE FIELD VERIFIED BY THE CONTRACTOR
WITH THE ENGINEER PRIOR TO BEGINNING WORK.
3. CORE DATA ARE REPRESENTATIVE OF EXISTING PAVEMENT AND BASE
THICKNESSES ONLY AT THOSE LOCATIONS. EXISTING PAVEMENT AND
BASE THICKNESSES MAY VARY BETWEEN ACTUAL CORE LOCATIONS.
NOTES:
Feet
100500 25
| Sheets and Views |
| 1 KEY SHEET |
| 2 GENERAL NOTES |
| 3 TYPICAL SECTION |
| 4 ROADWAY PLAN |
| 5 ROADWAY PLAN |
| 6 ROADWAY PLAN |
| 7 ROADWAY PLAN |
| 8 ROADWAY PLAN |
| 9 CORE LOCATION MAP |
| 10 TYPICAL SECTIONS DETAILS (01) |
| 11 TYPICAL SECTIONS DETAILS (02) |
| 12 LOOP DETAIL |
| 2024-06-10T13:51:39-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .